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WS-15-974
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-233221 Permit Number: WS -4-15-974 Inspection Date: May 11, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: MENNES, JOHN Work Classification: Window/Door Replacement Job Address: 1700 NE 105 Street 214 Miami Shores, FL Phone Number (305)895-4480 Parcel Number 1122300500330 Project: <NONE> Contractor: UNLIMITED IMPACT & CONSTRUCTION LLC Phone: (305)239-9376 Building Department Comments REMOVE AND REPLACE 2 WINDOWS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS True Passed ig Inspector Comments Failed El Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 May 11, 2015 Page 1 of 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Applicant 1700 NE 105 Street Number: 214 1122300500330 JOHN J MENNES Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JOHN J MENNES 1700 NE 105 ST #214 (305)895-4480 MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone UNLIMITED IMPACT & CONSTRUCTIC (305)239-9376 e of Work: REMOVE AND REPLACE 2 WINDOWS WITH I of Openings: 2 litional Info: ssification: Residential innina: 4 Fees Due Amount CCF $2.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.80 Permit Fee $120.00 Plan Review Fee (Engineer) $80.00 Scanning Fee $12.00 Technology Fee $3.20 Total: $222.40 Valuation: $ 3,600.00 Total Sq Feet: 00 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -4-15-55311 05/06/2015 Check #: 10813 $ 172.40 $ 50.00 04/23/2015 Check* 10759 $ 50.00 $ 0.00 AMODIO Review Building Review Structural In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS Af FIDAVIT._ [certify thatall- the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru zoning. Futhermore, I �lhorize the above-named contractor to do the work stated. May 06, 2015 gnafure:Owner / Applicant / Contractor / Agent Building Department Copy May 06, 2015 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION jiBUILDING ❑ ELECTRIC ❑ ROOFING APR 2 8 2015 FBC 20 10 Master Permit No. Sub Permit No. REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRA OR DRAWINGS I t- 7 r F\ a{ r d -v' r _ f t JOB ADDRESS: LAA Folio/Parcel#:I k— 2ZOQ —6 - D 330 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: /�_ OWNER: Name (Fee Simple Titleholder): JO� ' , `-Ok7 n e.5 Phone#: Address: J' Xt / NE DS S4ajw-+ --f'—L/ L4 City: 11 / ((,4 N / 1 tjML-U7 State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: // * i MGX/%Phone#: 30'� i�✓� 9� ,® Address: / uv S 00, s� a / 2 City: r/ Setate: G ®//l. �JZip: ��'7/ Qualifier Name:s���/i jf ��T l/9�l� Phone#: ��� J✓�� S�S� State Certification or Registration #: C lJ'l= "��/37T Gel cet6 6 Competency #: DESIGNER: Architect/Engineer:`' Phone#: Address: ity: `State: Zip: Value of Work for this Permit: Squa #40:f iot ge of Work: Type of Work: ❑ Additio aAteration ❑ New 3 "pa' Replace ❑ Demolition .,/ 4escription of Work: Specify color of color thru the:' Submittal Fee $ — mit Fee $ (2 0 •Q�) CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revisedo2/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ASignature Signat.. -7�k. - �4 NER or AGENT CO RACTOR Th/e foregoing instrument was -acknowledged before m t is The foregoing instrument was acknowledged before me this t day of " ! 2 "" " by day of ) 20 by wh is pe t�t ho is sonAly' kn'ow� ^. � as me or who has produced s me or who has roduced = >_ identification and who did take an oath. ca identification and who did take an oath. ''-+.;11114,,• NOTARY PUBL NOTARY PUBLI e o 0 3 3 v m � � o Sign: 1wit Sign. Print: Print: Seal: i Seal: O p V W 1k1(1$i�1k 1k1k&1k 1k 1k 1k1k N�1k 1k 1k 1k#1k1k 1k 1kffiffi1k/k 1k 1k 1k 4k 1k 1k&1k 1k1k N�1k 1kffi1k 1kffi#1k#1k1k 1k 1h&�1k1k 1k 1k ge lleffi1k 1k 1k 1k�klk&1k 1k 1kffi1k 1k/k 1k 1kffi1k 1N ffi1k 1k 1k 1k 1k&1k 1k&1k 1k 1k 1k 1k 1k 1k 1k 1k�ge 1k 1h 1k&�k �klk Ile APPROVED BY Plans Examiner Zoning 1� Structural Review Clerk (Revised02/24/2014) � 1 J WORK REQUEST APPLICATION Owner's Name cic- M5znv\ct- Unit 20y I hereby request approval from the Board of Directors for the following modification or alteration to my unit that will be performed by a licensed contractor. ' Electrical work Plumbing work Carpet installation "Windows V a bq, &c 6k.nAau Tile installation Other work Description of the work # Before you decide to upgrade your apartment (other than paint or carpet) you must obtain'permission from the Board of Directors and/or Miami Shores Village. A copy \of the plans, specifications and permits, and a description of the licensed work to 'be performed must be submitted for consideration and approval by the Miami Shores Village Building Department (305-795-2204). It is the owner's responsibility to ensure that the contractor removes all excess construction material or building debris. It cannot be placed in'the dumpsters. ""Window frames must be gray in color to look like aluminum. Windows must be Two (2) panels over Two (2) panels. Glass must be clear color. ' I, as the unit owner acknowledge responsibility for any damage to the building or personal injuries that may occur during the project. The Shores Condominium Inc. its officers and employees are in no way responsible for damage or theft to my apartment or my belongings. (A $200.00 deposit is required and will be refunded if no damage to the property is reported.) If lly understand and agree to the statements made above. F Unit wner's signature Date ti Approved by: Date: ;' Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A.y COPY OF QUALIFIER'S STATE LICENCES B. w_ -_'COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. '� COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: UXIII IOTA-/NAoJV— 1 Lb*.Me/1 velty l BUSINESS ADDRESS: M600 SW it / , i'' 2�ZCITY AIIA10/ STATEZIP BUSINESS PHONE: UN FAX NUMBER J05 ) 2 39 ' ?.3 %'/ CELL PHONE JOS ) 3.W QUALIFIER'S NAME: Sr/¢rxow QUALIFIER'S LIC NUMBER: C C C a113f�3 RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY j STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION �� r CONSTRUCTION INDUSTRY LICENSING BOARD CGC1513343 'he GENERAL CONTRACTOR famed below IS CERTIFIED Inder the provisions of Chapter 489 FS.` *f'' .xpiration date: AUG 31, 2016 NATHAN, STANLEY M UNLIMITED IMPACT & CONSTRUCTION LLC 14680 SW 8 STREET #212 MIAMI FL 33184 ISSUED. 12/23/2014 DISPLAYAS REQUIRED BY LAW SEQ # 1.1412230001338 Coal Business Tai Receipt Nana- i -Dade County, State of X16'06LBT THISIS RIOT A BILL - OO NOT PAY 7165058 BUSINESS NAME/LOCATJON RECEIPT NO. EXPIRES UNLIMITED IMPACT & RENEWAL SEPTEMBER'30, 2015 CONSTRUCTION LLC 7443390 14880 SW $ ST #212 Must be displayed at place of business Pursuant to County Code MIAMI, EL 3398E Chapter BA - Art. s & 14 OWflIQti SEC. TYPE OF,. BUSINESS PAYMENT pECE1VED UNLIMITED IMPACT & 196 GE=NERAL BUILDING BY TAX COLLECTOR CONSTRUCTION LLC CONTRACTOR 90.&0 11/(j5/2014 rim ROPE -PT rI ITIFRRF7 RAr;R Worker(s) 3 CGC1513343 0721.1&-OOCBt36 This local Business Tax Receipt only confgaa payno of the local Business TM The Receipt is not a license, permit are certification olthe holders qualifications, to de business. Halder must comptytvith any governmental or nongovernmental regulatory Imus and requirements which apply to the business. The RECEIPT N0. above must he displayed on all commercial vehicles-Miaml-OadeCode Sacga-216. tnhtt Formore information.visilenVmiamhfadeaav/lai(caltector CERTIFICATE OF LIABILITY INSURANCE Date 3/25/2015 Producer: Plymouth Insurance Agency This Certificate Is issued as a matter of Information only and confers no 2739 U.S. Highway 19 N. Holiday, FL 34691 rights upon the Certificate Holder. This Certificate does not amend, extend or alter the coverage afforded by the policies below. Insurers Affording Coverage NAIC # (727) 938-5562 Insured: South East Personnel Leasing, Inc. &Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer A: Uon Insurance Company 11075 Insurers: Insurer C: Insurer D: Insurer E: Coverages The policies of Insurance listed below have been Issued to the Insured named above for the policy period Indicated. Notwithstanding any requirement, term or condition of any contract or other document with respect to which this certificate may be issued or may pertain, the Insurance afforded by the policies described herein is subject to all the temm, exclusions, and conditions of such policies. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRD Type of Insurance yp Policy Number y Policy Effective Date Policy Expiration Date Limits (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence $ Commercial General Liability Claims Made ❑ Occur Damage to rented prendses (EA occurrence) $ Med Exp Personal Adv Injury General aggregate limit applies per: Policy 0 Project11LOC General Aggregate Products - CompfOp Agg AUTOMOBILE LIABILITY Combined Single Limit Any Auto All Owned Autos (EA Accident) $ Bodily Injury Scheduled Autos (Per Person) Bodily Injury Hired Autos Non -Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each Occurrence Occur ❑ Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2015 01/01/2016 X I WC Statu- OTH- Employers' Liability tory Limits ER E.L. Each Accident $1,000,000 Any proprietor/partner/executive officer/member E.L. Disease - Ea Employee $1,000,000 excluded? NO If Yes, describe under special provisions below. E.L. Disease - Policy Limits $1,000,000 Other Lion Insurance Company Is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operations/LocationsNehlcles/Exclusions added by Endorsement/Special Provisions: Client ID: 92-68-729 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company": Unlimited Impact & Construction, LLC Coverage only applies to injuries Incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s), while working in: FL. Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by calling (727) 938-5562. Project Name: ISSUE 03-25-15 (AF) Benin Date 8114/2014 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGES BUILDING DEPARTMENT Should any of the above described policies be cancelled before the expiration date thereof, the issuing insurer will endeavor to mil 30 days written notice to the certificate holder named to the left, but failure to do so shall Impose no obligation or flability of any kind upon the Insurer, its agents or representatives. 10050 NE 2ND AVE. MIAMI SHORES, FL 33138/ r- --—IN , AC�C?P.1�y DATF(MM1QDlYYYY) - �.� CERTIFICATE OF LIABILITY INSURANCE i ..._ _i 03/25/15 _ THIS CERTIFICATE IS ISSUED AS A !NATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE NOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: It file certlilcale holder is an ADDITIONAL INSURED, the policylies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemonl(s). PRODUCER LAI' JeffreyWillisAnnette Willis Insurance 1).(305) 625-2403 qrr (305)625.6472 1 18401 N.W. 27 Ave Miami, Ft_ 33056 teffwillis@anne11 WU Iinsurancs"m -- INSURFRIS) AFFORDING COVERAGE NAtCN Phone (305) 625-2403 Fax (305) 625-6472_ INSURER A : Arch Specialty Insurance Company i INSURED - --- -._—. .J INSURER e • _ _ Unlimited Impact & Construction LLC & Florida Land Use Consultants, Inc. INSURERC: 114680 SW 8th St # 212 I INSURER D: - — -- — ` — — i Miami. FL 33184 INSURER F: COVERAGES-- CERTIFtCA_TE NUMBER: REVISION NUMBER: _ • THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I LTR, TYPE OF INSURANCE ADD 9UBR POLICY EFF POL — r ... N_ D , POLICY NUMBER.... (MhVOD - A9... LIMIT$ — — - GENERAL LIABILITY EACH OCCURRENCE „ ,. S 1,000,000.00 i Ito COMMERCIAL GENERAL LIABILITY D h1FSETO RENTED S 100,000.00— Q [_] CLAIMS -MADE occuR 08/2V2014 08/2f/2015 Pam!) s 90 006.00 A Y Y AGL0016608.00 MED EXP Art one , PERSONAL&ADVINJURY $1,000,000.00 ! {"l GENERALAGGREGATE_ s 2,000,000.00 GENLAGGREGATELIMITAPPLIESPER: PRODUCTS-COMPIOPAGG S 2,000,000.00 POLICY Ll JPit ECL� LOC S AUTOMOBILE LIABILITY -- COMINEDntSINGLE i IMIT i I ANYAUTO BODILY INJURY (Par person) $ — ALLOS L7 AUTOS caSCHEDULED AUTOS BODILY S HIREOAur05 NON -OWNED -- ? _ I — AUTOS ! I pROPE%Y pAMAGE S leer accldeiu7 _ .. — - — -• UMBRELLA LIAR a — OCCUR I I EACH OCCURRENCE— 1 S- _ EXCESS UAB CLAS -MADE I r AGGREGATE $ - -- _ DED RETENTION- fWORKERSCOMPENSATION WCSTATU- OTH- AND EMPLOYERS'LIABILITY YIN IMIL a ER I J ANY PROPRIErOMPARTNERIEXECUT►VE I , ELFACHACCIDENi $ _ OFFICERIMEMBEREXCLUDED? NIA IMandatoryInUH) E.L.DFSEASE-EA EMPLOYE S — bypes dascribeunder—.....—. I DESCRIPTION OF OPERATIONS below - - -- E.LDISEASE-POLICY LIMITS-- — DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Altach ACORD 101, Additional Remarks Schedule. U more space is required) i General Contractor i CERTIFICATE HOLDER — _ — _ CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village I THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. i 10050 ne 2 Avenue I.- " -_AUTHORIZED REPRESENTATIVE — Miami Shores, Fl. 33138 ©1888-2010 ACORD CORPORATION. All rights reserved. ACORD 26 (2010106) QF The ACORD name and logo are registered marks of ACORD l 11 2 12 3 13 4 14 is 6 16 7 17 8 18 9 19 10 20 �-l�- -----------'-'' --�� —' RLO-0 2y g- ------ ll �.~^"°='Srn___Cpomo//mmove#of 8 - '-' L.MMM� - Project: Windows Z � Doors ' ___-_ .~^,== Comerm umt(nm)A_if(Y �0 Doors: [verhong(Y/N)^ MYY\ size— Shutters Pw**,`t(,/m):_-n(y) type *Indicate alternate means ofegress oodrawing* OLC Customer Name: so* Address 000 Nr - K7:!4 I r WIND10 Detailed Wind Load Design (Method 2) per ASCE 7-10 Analysis by: EDWARD TORRES 841 GARNET CIRCLE WESTON FLORIDA 33326 PHONE 954 559-0290 AR# 094792 Description: JOHN MENNIES 170 NE 105 ST. # 214 MIAMI SHORES.FL 33138-2140 t ou I ziz.uu Itt 1. 840 1 78.00 Ift 820 810' 800 790 0,64 780 No 770 0000 00.00. e• •• Importance Factor 1 • • Hurricane Prone Region (0- 100 mph) Table 6-2 Values Alpha = 1 9.500 At = User Input Data Bt = 980 Building 0.650 970 175 mph 960 II -0.55 950 C -0.18 940 1 Hz 920 4.0 :12 910 18.4 Deg 900 Hipped 890 1 880 47.00 ft 870 53.00 ft 860 50.00 ft t ou I ziz.uu Itt 1. 840 1 78.00 Ift 820 810' 800 790 0,64 780 No 770 0000 00.00. e• •• Importance Factor 1 • • Hurricane Prone Region (0- 100 mph) Table 6-2 Values Alpha = 1 9.500 At = 0.105 Bt = 1.000 Bm = 0.650 Cc= 0.200 1= 500.00 ft tpsiion = I u.zuul 11 Zmin = 1 15.00 ft 11 760 750 For rigid structures (Nat Freq > 1 Hz) use 0.85 740 730 0.6 * Ht 0.85 30.00 ft 720 Cc * 33/z)"0.167 0.2032 710 1*(zm/33)AEpsilon 490.56 ft 700 1/ 1+0.63*((B+Ht /Lzm)"0.63))^0.5 0.8211 690 0.925* 1+1.7*lzm*3.4*Q /(1+1.7*3.4*Izm)) 0.8356 640 -0.55 11 530 Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.841 1 DLV A1111 480 470 460 450 440 430 420 510 490 Condition Gc i Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 4/21/2015 s • POP :00# :00# •••• • • .00.00 0000•. • • 0000• 0000• .0000• • • • 0000•• •0808• 0 • Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 1 of 5 PDF Created with deskPDF PDF Writer - Trial:: hftp:/AmArw.docudesk.com .41JIJ2015 360 350 340 Kz • qz IbKtA2 • • 0000 • • • Ghesr (Ip} • • 0 • Moment (Ki -ft 53 1.11 1.00 00 WIND10.. 65.14 • -9.39 ...... . . • 91.23 50 1.09 Detailed Wind Load Design (Method 2) per ASCE 7-10 85.75 ' 64.43 .... .. 0 380 •'f21.06 • • 47 1.08 •0 ••• 370 0.0000 63.69 360 350 340 Kz Kzt qz IbKtA2 Pressure Ib/ft"2 Windward Wall* Leeward Wall +GCpi -GCpi +GCpi -GCpi Total +1-Gcpi • • • Ghesr (Ip} • • 0 • Moment (Ki -ft 53 1.11 1.00 86.81 50.92 65.14 -23.61 -9.39 74.54 (! 2 • 91.23 50 1.09 1.00 85.75 50.21 64.43 -23.61 -9.39 73.83 •'f21.06 27�!8Ci 47 1.08 1.00 84.64 49.47 63.69 -23.61 -9.39 73.09 260.22 dX1.47 40 1.04 1.00 81.82 47.58 61.80 -23.61 -9.39 71.20 453.88 2820.53 30 0.98 1.00 77.01 44.37 58.59 -23.61 -9.39 67.98 638.791 6014.49 20 0.90 1.00 70.71 40.16 54.38 -23.61 -9.39 63.77 725.52 9425.27 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 22121.89 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 33004.70 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 43887.51 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 54770.33 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.521 65653.14 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.521 76535.95 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.521 87418.76 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 98301.58 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 109184.39 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 120067.20 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 130950.01 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 141832.83 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 152715.64 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 163598.45 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 174481.26 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 185364.08 15 15 0.85 0.85 1.00 1.00 66.55 66.55 37.38 37.38 51.60 51.60 -23.61 -23.61 -9.39 439 60.99 60.99 725.52 725.52 196246.89 207129.70 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 218012.52 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 228895.33 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 239778.14 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 250660.95 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 261543.77 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 272426.58 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 283309.39 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 294192.20 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 305075.02 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 315957.83 15 0.85 1.00 66.55 37.38 1 51.60 -23.61 -9.39 60.99 725.52 326840.64 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 337723.45 15 0.85 1.00 66.55 37.38 51.60 -23.61 _ -9.39 60.99 725.52 348606.27 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 359489.08 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 370371.89 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 381254.71 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 392137.52 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 403020.33 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 413903.14 15 0.85 1.00 66.55 37.38 51.60 1 -23.61 1 -9.39 60.99 725.52 424785.96 15 0.85 1.00 66.55 1 37.38 51.60 1 -23.61 -9.39 60.99 725.52 435668.77 15 0.85 1 1.00 66.55 37.38 51.60 1 -23.61 1 -9.39 60.99 725.521 446551.58 Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: hftp://www.docudesk-com Page No. 2 of 5 •000•• • •••••• •00••0 0000. 0 0 00000 •0000• 0 000000 0 0 0000•. • W ND10 Detailed Wind I nail nPeinn (Anpthnrl 71 npr A.q(:F 7 -in ,-V?J/2015 ...... .... 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 , 724.*2 4 74$ 99 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 .724.521 464317.21 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 .925.$2 4ygftO2 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 •725.52 4900$2.83 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 500965,64 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 5 034.46 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 .Z 5. 2 52373,1.27 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 536 4. 8 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.521 544496.90 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 555379.71 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 566262.52 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 577145.33 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 588028.15 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 598910.96 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 609793.77 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 620676.58 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 631559.40 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 642442.21 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 653325.02 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 664207.83 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 675090.65 15 0.85 1.00 1 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 685973.46 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 696856.27 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 1 60.99 725.52 707739.08 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39-1 60.99 725.52 718621.90 15 0.85 1.00 66.55 37.38 51.60 -23.61 -9.39 60.99 725.52 729504.71 15 1 0.85 1 1.00 1 66.55 1 37.38 1 51.60 1 -23.61 -9.39 60.99 1 974.371 742253.92 INULU. ©' rusuwe iuiues act towara ine race ana Neganve Torces act away Trom ine Tace. Figure 6-6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resistina Svstems (Method 2) I F5 L Variable Formula Kh 2.01*(Ht/zg)"(2/AI ha) Value-- 1.09 Units Kht Topographic factor (Fig 6-4) 1.00 Qh .00256* "2*1*Kh*Kht*Kd 39.50 psf Khcc Comp & Clad: Table 6-3 Case 1 1.09 11 Qhcc .00256*V"2*1*Khcc*Kht*Kd 1 39.50 1 pS_fjj Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 3 of 5 PDF Created uvith deskPDF PDF Writer - Trial:: hftp:/Awm.docudesk.com • • MND1 O:6 6666.. Detailed Wind Load Desi0*0000 n Method 2per ASCE 7-10 6000 Wall Pressure Coefficients, Cp • *so* • Surface I Cp 000000 Windward Wall See Figure 6.5.12.2.1 for Pressures 0.8 600096 0009•• Roof Pressure Coefficients, Cp Roof Areas . ft.) _ Reduction Factor 1.00 Calculations for Wind Normal to 272 ft Face Cp_ Pressure (pso :Ajadditional RLns maybe rpq'd for other wind directions Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft +GCpl ' -GCpl Leeward Walls (Wind Dir Normal to 272 ft wall) -0.50 -23.61 -9.39 Leeward Walls (Wind Dir Normal to 78 ft wall) -0.23 -14.56 -0.34 Side Walls -0.70 -30.21 -15.99 Roof - Wind Normal to Ride Theta>=10 - for Wind Normal to 272 ft face Windward - Min Cp -0.58 -26.27 -12.05 Windward - Max Cp -0.09 -10.15 4.07 Leeward Normal to Ridge -0.58 -26.16 -11.94 Overhang Top (Windward) -0.58 -19.16 -19.16 Overhang Top (Leeward) -0.58 -19.05 -19.05 Overhang Bottom (Applicable on Windward only) 0.80 56.58 56.58 Roof - Wind Parallel to Ride All Theta) - for Wind Normal to 78 ft face Dist from Windward Edge: 0 ft to 100 ft - Max Cp -0.18 -13.05 1.17 Dist from Windward Edge: 0 ft to 25 ft - Min Cp -0.65 -28.47 -14.25 Dist from Windward Edge: 25 ft to 50 ft - Min Cp -0.90 -36.82 -22.60 Dist from Windward Edge: 50 ft to 100 ft - Min Cp -0.50 -23.61 -9.39 Dist from Windward Edge: > 100 ft -0.30 -17.01 -2.79 - nonzoniai oisiance Trom winawara eage Transverse Direction LF ngitu• Direction Torsional Load Cases ,V;V2015 0000 0000•• • 6000 • 00 a 6600•• •• 96.00 • • 0000• •• •• *Soso* • • •••0:0 **Soo* • • • 0000•• 0 ••• . • 0 90 • • Developed by Mace Enterprises, Inc. Copyright 2006 Page No. 4 of 5 PDF Created with deskPDF PDF Writer - Trial:: http://www.docudesk.com Figure 6-10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01*(Ht/zg)11(2/Aipha) = 1.09 Kht = Topographic factor (Fig 6-2) = 1.00 Qh = 0.00256*MA2*lmpFac*Kh*Kht*Kd = 39.50 Theta = Angle of Roof = 18.4 Deg Transverse Direction LF ngitu• Direction Torsional Load Cases ,V;V2015 0000 0000•• • 6000 • 00 a 6600•• •• 96.00 • • 0000• •• •• *Soso* • • •••0:0 **Soo* • • • 0000•• 0 ••• . • 0 90 • • Developed by Mace Enterprises, Inc. Copyright 2006 Page No. 4 of 5 PDF Created with deskPDF PDF Writer - Trial:: http://www.docudesk.com MND10 Detailed Wind Load Design (Method 2) per ASCE 7-10 p = qn kuupf - uL'plJ Fiqure 6-11 - External Pressure Coefficients. GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft f 1 � ♦ i' 1 Lt 1 1 i 1 1 1 Zt 1 1 1 1 t 1 1 1 I i l 1 I � ♦ 1 i i a � a a Hipped Roof 7 < Theta <= 27 a = 7.8 ==> 1 7.80 ft nnllhh- rGrk nn anv riatn antni lino to mraiva n ha/n Qrnaan 4/21/2015 Wind Pressures on Main Wind Force Resisting System Area Zone (ft"2) Surface GCpf +GCpi -GCpl qh s Min P s Max P s 1 0.52 0.18 -0.18 85.75 28.82 59.69 2 -0.69 0.18 -0.18 85.75 -74.60 -43.73 3 -0.47 0.18 -0.18 85.75 -55.59 -24.72 4 -0.42 0.18 -0.18 85.75 -51.03 -20.16 5 -0.45 0.18 -0.18 85.75 -54.02 -23.15 6 -0.45 0.18 -0.18 85.75 -54.02 -23.15 1 E 0.78 0.18 -0.18 85.75 1 51.43 82.30 2E -0.54 0.18 -0.18 85.75 -61.74 -30.87 3E -0.51 0.18 -0.18 85.75 -59.17 -28.30- 4E -0.62 0.18 1 -0.18 85.75 -68.40 -37.53 p = qn kuupf - uL'plJ Fiqure 6-11 - External Pressure Coefficients. GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft f 1 � ♦ i' 1 Lt 1 1 i 1 1 1 Zt 1 1 1 1 t 1 1 1 I i l 1 I � ♦ 1 i i a � a a Hipped Roof 7 < Theta <= 27 a = 7.8 ==> 1 7.80 ft nnllhh- rGrk nn anv riatn antni lino to mraiva n ha/n Qrnaan 4/21/2015 th ) Component E3.1 •.es Area Zone (ft"2) G nd Press (Ib/ft" Max Min Max Min .e 4.2 • • *see •.•... 4.2 13.02 4 0.98 -1.08 45.81 1 -49.76 e. • :000 • Gooses 0000 008000 8.0.00 8 • • 00.0.0 0000 •• • • • G • . • ...• . .000. G 0 • . .•G..• • 0000. • • 00.000 • • • • • • •6000• • • • • • • • • th ) Component E3.1 span (ft) Area Zone (ft"2) G nd Press (Ib/ft" Max Min Max Min 1. 2 WINDOWS 4.2 13.02 4 0.98 -1.08 45.81 -49.76 2.2 WINDOWS 4.2 13.02 4 0.98 -1.08 45.81 1 -49.76 (vote: - cnmr Gone -1 inrougn o, or -i h inrougn 3JH Tor overnangs. Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 5 of 5 PDF Created With deskPDF PDF Writer - Trial:: http:/Aivww.docudesk.com MIi1►MNM4DE MIAMI—DADS COUNTY, FLORIDA i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: 0� This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade Cour. Product Control Section that this product or material fails to meet the requirements of the applicable building code. • • • • ; • This product is approved as described herein, and has been designed to comply UVI t ie Flori4r13ttilding .. Code, including the High Velocity Hurricane Zone. 000:06 • • • • • • • • • • DESCRIPTION: Series "HR -810" Aluminum Horizontal Sliding Window — Le &Y • ' • • • • • ...s .. APPROVAL DOCUMENT: Drawing No. AW—HR810—LM, titled Series "HUzoxtal RAler•'VVindm#* : • • . Details—LM", sheets 1 through 5 of 5, dated 05/05/12 with the latest revision, dated;l'0/$ 8/ 12, prepared by 0 0:: • Manufacture, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miadt4—]D'ade County Vroduct . - Control Section Approval stamp with the Notice of Acceptance number and Approva.3 •($te by.the Pami, Dade County Product Control Section. :60000 • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant '.. • • 0 • • • • ' • • • • . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-0718.06 MI ME"ECOUNTY !� 6A ti�� Expiration Date: November 1, 2017 ,...� �o Approval Date: November 1, 2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MID-HR810-LM, titled Series 66Horizontal Roller Window Details - LM", sheets 1 through 5 of 5, dated 05/05/12 with the latest revision, dated 10/18/12, prepared by Manufacture, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Small Missile Impact Test, per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, Type "A A" sliding window, Grade -W Level LV 1 per ASTM F 588-07, per FBC 2411. J.2.1•gnd TA03 202-94" 8) Standard Test Method `B" for Determinatibll of Operatsng Forcg..0: of Sliding Windows per ASTM E 2068-00•(7.6.0.t 9) Standard Test Methods for Deglazing Furca of Fenesiratio; • Products per ASTM E 987-88 (2009) � •00 60:666 along with marked -up drawings and installation diagram of'XW1inum%o4jontaa„::,. sliding window, prepared by Fenestration Testing Laboratory,•rig.,•Test Report No. • FTI. -6890, dated 06/04/12, signed and sealed by Marlin D. Brihsoll, V. E. • 000000 • • • • C. CALCULATIONS 00:' : ' 1. Anchor calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 07/07/12, signed and sealed by Anthony Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Aluminum Alloy 6063HS-T6: Fixed Meeting Rail w/ weathering strip (PGT/ Indalex Part No. 4054B), High strength alloy with the minimum yield strength of 30 Ksi, minimum Tensile strength of 33 Ksi and minimum Elongation of 8 Ksi. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0718.06 Expiration Date: November 1, 2017 Approval Date: November 1, 2012 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTuNiED) 3. QUANEX Part Edgetherm FS insulating glass spacer/ swiggle seal complying with the following. a) ASTM F 1249-06 (2011) Standard Test Method for Water Vapor Transmission Rate Through Plastic Film and Sheeting Using a Modulated Infrared Sensor. b) ASTM E 2190-10 Standard Specification for Insulating Glass Unit Performance and Evaluation c) ASTM D 395-03 (2008) Standard Test Methods for Rubber Properly Compression Set u1M_ -Z 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 07/07/12, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, issued by m vfacture, dated 07/07/12, signed and sealed by Anthony Lynn Miller, P. F. . 000000 •0 0 •: • 3. Laboratory compliance letter for Test Report No. FTL-6890,'iasuA by Fepl;Shation ' • Testing Laboratory, Inc., dated 06/04/12, signed and sealed by mtrlin 13.' $rinson: 00 , P. E. .0090. 0000 .. 0000 • .• 09990 G. OTHERS 90:60: • • : • •' .. 1. None. •• •• •• •. •9990• •9••.• • • • • • • • • • • '..999• 99.9.• • • • • • • •99.9•60 0 V Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-071&06 Expiration Date: November 1, 2017 Approval Date: November 1, 2012 E-2 GENERAL NOTES: SERIES 810 IMPACT- RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE "MZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN FINE, ASTM CM CONCRETE MASONRY UMTS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 4, SHEET 3. 4) ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT' IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/7 THICK OR GREATER. 1X AND 2X BUCKS {WHEN USED) BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 4. SHEET 3. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAML INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL B ALING/FIASHIN0 STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE FRAME ANALYSIS AND GLASS PER ASTM E13M B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El=. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 8) REFERENCES: TEST REPORTS FTI. -MW, ELCO ULTRACON NOA: ELCO CRETEFLEX NOA: ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL 10) LM GLASS CAPS TO BE TEMPERED WHEN INSTALLED W LOCATIONS OVER 30FT IN THE HVHZ. 74' WIDTH �+--- 73° BUCK WIDTH EVE SHEET 3 or HEIGHT TABLE 1• 3 SEE WEEPHOLE DETAILS, SHEET 4 ELEVATION (SIZEj.. .„ „ „ 1 GLASS TYPES _ „„.....-„ 1 • DESIGN PRESSURES 1 • ELEVATION (ANCHORS)........_ „.. 2 ANCHOR SPA, NG/CUANT'ES... 2 GLAZING DETAILS.-„..........„..._,... 2 ' ANCHOR SPECIFICATIONS......_.. 3 INSTALLATION-- 3 ASSEMBLY DETAILS......,.....„.,..._, 4 EXTRUSION PROFLLES.-,......-... 6 PARTSUST..:......-.„.........-„...«......Ri • • h►�AAl'�•' �ttEN3r ;'7 • • i'r! •Ivy 6 05• •;• • _ • • • •: • %�n '• STA OF •• -�'� •'• FCORIOP..` 0'Z* 1070 TEMINOLOSY DRIVE • • �ts • i C1 .` • IL VENICE, FL 34278 • 7� ONA�- • •!P.O. BDX 1526 • • 111111! �•',• • • lli5. FL 34274 :. • A:1 I�MR�[E�R j+E ( y! of AUK X288 • . • • • • . • • • DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE & SMALL SEE TABLE 9, THIS SHEET MISSILE IMPACT RESISTANCE Tea, c •i. Glass Types 1 131181 Lams IG: (118' Amiseled Cap -1/4' A(rapace -3118" 0.50- BGP - 3118' Annealed ) 2 7/18- Loml: (311W Anme!®d - O.9Cr SGP . 3/18' Am MW) 3 13H8' Luhl 10: (118• Tempered -114° Abapace 31181 AnNOW - 0.V SGP - 3116' Ammaled ) 4 7118' LBrrIL (3/18° Hoot strongtherted . 0.80' SGP . 3/18° IMM S0• 5 13118' Lam)10: (1/5' Tempered Cap - 114* Airspace - 3/18" Fool Sten d - 0.90' SGP - 3118- Heat StlsngUmcd) 6 13118' Lama IG: (1/8' Araled Cap .114- AUspece -3/le- - HW 3/18- Hoat - 0.80" SOP - WIS' Heat SgenglMned) SEE GLAZING DETAILS, SHEET2 GENERAL NOTES & ELEVATION I J ROSOWSKI I HORIZONTAL ROLLER WINDOW DETAILS - LM 165/06/12 HR -810 I NTS I 1 OF 5 I M0=HR810-LM Maximum Design Pressure, DP (psi) 8° Frere Height 83' Frame Width All Gloss Types GINS . TYPO 1 C lase 1YR• 2 Glass Type 3 Gloss Typed 4-6 + + 37" +80.0 / -130. +90-0/430-0 30,0 .0 / -130.0 + .0 •130.0 +1�.0 / -1 63.1/ +90-0/430-0 / -1 .0 •+90. -1 + / - 3p.0 / -13A.0 81' +90-0/430-0-F .0 / -129.1 -130.0 .0 -130.0 +90.01-1 .0 84' +90.0/ -130.+9001-130.0'790.0-r--130.0 -+90.0/-130.0 or +00 1) -130:0 -11 .7 + +90.0 -1 .0 -1 A + / - +9p.0 -128.8 743p,I.1 7.6A / -1 .0 +u. / -1 ELEVATION (SIZEj.. .„ „ „ 1 GLASS TYPES _ „„.....-„ 1 • DESIGN PRESSURES 1 • ELEVATION (ANCHORS)........_ „.. 2 ANCHOR SPA, NG/CUANT'ES... 2 GLAZING DETAILS.-„..........„..._,... 2 ' ANCHOR SPECIFICATIONS......_.. 3 INSTALLATION-- 3 ASSEMBLY DETAILS......,.....„.,..._, 4 EXTRUSION PROFLLES.-,......-... 6 PARTSUST..:......-.„.........-„...«......Ri • • h►�AAl'�•' �ttEN3r ;'7 • • i'r! •Ivy 6 05• •;• • _ • • • •: • %�n '• STA OF •• -�'� •'• FCORIOP..` 0'Z* 1070 TEMINOLOSY DRIVE • • �ts • i C1 .` • IL VENICE, FL 34278 • 7� ONA�- • •!P.O. BDX 1526 • • 111111! �•',• • • lli5. FL 34274 :. • A:1 I�MR�[E�R j+E ( y! of AUK X288 • . • • • • . • • • DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE & SMALL SEE TABLE 9, THIS SHEET MISSILE IMPACT RESISTANCE Tea, c •i. Glass Types 1 131181 Lams IG: (118' Amiseled Cap -1/4' A(rapace -3118" 0.50- BGP - 3118' Annealed ) 2 7/18- Loml: (311W Anme!®d - O.9Cr SGP . 3/18' Am MW) 3 13H8' Luhl 10: (118• Tempered -114° Abapace 31181 AnNOW - 0.V SGP - 3116' Ammaled ) 4 7118' LBrrIL (3/18° Hoot strongtherted . 0.80' SGP . 3/18° IMM S0• 5 13118' Lam)10: (1/5' Tempered Cap - 114* Airspace - 3/18" Fool Sten d - 0.90' SGP - 3118- Heat StlsngUmcd) 6 13118' Lama IG: (1/8' Araled Cap .114- AUspece -3/le- - HW 3/18- Hoat - 0.80" SOP - WIS' Heat SgenglMned) SEE GLAZING DETAILS, SHEET2 GENERAL NOTES & ELEVATION I J ROSOWSKI I HORIZONTAL ROLLER WINDOW DETAILS - LM 165/06/12 HR -810 I NTS I 1 OF 5 I M0=HR810-LM 18-1/2' MAX ANCHORS) MEETING RAIL , MAX -�4-L .- 6• MAX 8" MAX. TABLE 3: G0' i B• MAX —.iwwc .—I drum wv MUM UKUUr U=UKIPTIONS. ( t2 13MS' NOM. GLASS STACK 114" AIRSPACE,, 1J8'ANNEALED OR TEMPERED GLASS EXTERIOR 38 ^1 716"LAM. GLASS STACK 3M(•ANNEALED GLASS -.080' DUF'ONT SGP `311W ANNEALED 4 GLASS r GLASS BITE 3M('ANNEALED GLASS 7116"LAN. GLASS STACK -AV DUPONT SGP 3M6"ANNEALED GLASS F GLASS SITE GLASS TYPES 1 & 3 GLASS TYPE 2 13118' NOM, MILGLASS STA GLASS STACK GLASS TA GLASS STACK GLASS STACK 3M8" HEAT 1!4• AIRSPACE STRENGTHENED 3(16' HEAT Ali" DUPONT SGP GLASS STRENGTHENED 918' ANNEALED OR° DUPONT SOP CLASS 3M8•HEAT TEMPERED GLASS 3M8'HEAT STRENGTHENED STRENGTHENED NGLASS GLASS 12° GLASS SITE EXTERIO 38 RIOR 1 GLASS SITE r1 �1 � l 1 GLASS TYPE 4 GLASS TYPES 5 & 8 NOTES: 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DMjENSION SHOWN ON THE TABLE 3)1.e. GLASS CAPS TO BE TEMPERED WHEN wTALLED W LOCATIONS OVER 30' IN THE HVHZ, 1111 I I I l l/ �a•1+�7)Y1o5ad91@ie ado RalesLYNN NO • _ • •; • *$.4701 :'i �• Ado R Y ``' 1� ANCHOR SPACING & QUANTITIES J ROSOWSKI Q •'.. 1X F • • •'i���S .FDow COiv CA, I ON. DVENICE, 34FL 27TECHNOLOGY SVE U!!x • • �,, 4e,11-mqa o•• P.D,eox1529 HORIZONTAL ROLLER WINDOW DETAILS - LM 05/05/12 P2 � � • ROxo0i FL34274 /yy� Swlu Steak p�M�R • • OF AUM ¢"�8 HR -810 NTS 2 OF 5 MD-HR810-LM . • • • • • • . . . • •• •• • • • •• •• ••• • • • ••• • • sl8n(mum Anchors Required MAX MAX O.C. Fmna H i 8" MAX 38-318" 44" �SJB• 3-112° MAX FROM CENTER OF FRme MEETING RAIL OM a —.iwwc .—I drum wv MUM UKUUr U=UKIPTIONS. ( t2 13MS' NOM. GLASS STACK 114" AIRSPACE,, 1J8'ANNEALED OR TEMPERED GLASS EXTERIOR 38 ^1 716"LAM. GLASS STACK 3M(•ANNEALED GLASS -.080' DUF'ONT SGP `311W ANNEALED 4 GLASS r GLASS BITE 3M('ANNEALED GLASS 7116"LAN. GLASS STACK -AV DUPONT SGP 3M6"ANNEALED GLASS F GLASS SITE GLASS TYPES 1 & 3 GLASS TYPE 2 13118' NOM, MILGLASS STA GLASS STACK GLASS TA GLASS STACK GLASS STACK 3M8" HEAT 1!4• AIRSPACE STRENGTHENED 3(16' HEAT Ali" DUPONT SGP GLASS STRENGTHENED 918' ANNEALED OR° DUPONT SOP CLASS 3M8•HEAT TEMPERED GLASS 3M8'HEAT STRENGTHENED STRENGTHENED NGLASS GLASS 12° GLASS SITE EXTERIO 38 RIOR 1 GLASS SITE r1 �1 � l 1 GLASS TYPE 4 GLASS TYPES 5 & 8 NOTES: 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DMjENSION SHOWN ON THE TABLE 3)1.e. GLASS CAPS TO BE TEMPERED WHEN wTALLED W LOCATIONS OVER 30' IN THE HVHZ, 1111 I I I l l/ �a•1+�7)Y1o5ad91@ie ado RalesLYNN NO • _ • •; • *$.4701 :'i �• Ado R Y ``' 1� ANCHOR SPACING & QUANTITIES J ROSOWSKI Q •'.. 1X F • • •'i���S .FDow COiv CA, I ON. DVENICE, 34FL 27TECHNOLOGY SVE U!!x • • �,, 4e,11-mqa o•• P.D,eox1529 HORIZONTAL ROLLER WINDOW DETAILS - LM 05/05/12 P2 � � • ROxo0i FL34274 /yy� Swlu Steak p�M�R • • OF AUM ¢"�8 HR -810 NTS 2 OF 5 MD-HR810-LM . • • • • • • . . . • •• •• • • • •• •• ••• • • • ••• • • sl8n(mum Anchors Required Fmna H 38-318" 44" �SJB• 83" iW V FRme m a m p a V a m p a V Anchor iMdlh lo" I Location Loeadon Head & SM o ach Coma Head & S 37" 5331 01" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 2 2 12 2 1 2 2 1 1 1 1 2 —1 1 2 1 - 1 1Head 1 or 2 2 1 2 2 1 2 2 1 1 2 2 1 S7° 2 2 1 2 2 -1-2 2 1 2 2 " 2 2 1 2 2 1 1 2 1 1- 74" 2 2 1 2 2 1 2 2 1 2 2 1 l P Z.- All Sizes Require`4 Anchors Jamb 35" 2 2 2 3 3 3 3 3 3 4 3 3 37" 2 2 2 3 3 3 3 3' 3 4 3 -2-2 3 531!8" 3 3 3 3 4 3 3 b 3 3 81" 3 2 2 3 3 3 4 3 3 6 4 84" . 3 2. 2 3 3 3 4 9 3 B 4 3 3 or 3 2 2 4 3 3 4 3 3 -6-4 3 3 2 2 4 3 3 8 4 3 74° 3 1 2 1 2 4 3 1 3 R 4 1 3 3 8 4 3 —.iwwc .—I drum wv MUM UKUUr U=UKIPTIONS. ( t2 13MS' NOM. GLASS STACK 114" AIRSPACE,, 1J8'ANNEALED OR TEMPERED GLASS EXTERIOR 38 ^1 716"LAM. GLASS STACK 3M(•ANNEALED GLASS -.080' DUF'ONT SGP `311W ANNEALED 4 GLASS r GLASS BITE 3M('ANNEALED GLASS 7116"LAN. GLASS STACK -AV DUPONT SGP 3M6"ANNEALED GLASS F GLASS SITE GLASS TYPES 1 & 3 GLASS TYPE 2 13118' NOM, MILGLASS STA GLASS STACK GLASS TA GLASS STACK GLASS STACK 3M8" HEAT 1!4• AIRSPACE STRENGTHENED 3(16' HEAT Ali" DUPONT SGP GLASS STRENGTHENED 918' ANNEALED OR° DUPONT SOP CLASS 3M8•HEAT TEMPERED GLASS 3M8'HEAT STRENGTHENED STRENGTHENED NGLASS GLASS 12° GLASS SITE EXTERIO 38 RIOR 1 GLASS SITE r1 �1 � l 1 GLASS TYPE 4 GLASS TYPES 5 & 8 NOTES: 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DMjENSION SHOWN ON THE TABLE 3)1.e. GLASS CAPS TO BE TEMPERED WHEN wTALLED W LOCATIONS OVER 30' IN THE HVHZ, 1111 I I I l l/ �a•1+�7)Y1o5ad91@ie ado RalesLYNN NO • _ • •; • *$.4701 :'i �• Ado R Y ``' 1� ANCHOR SPACING & QUANTITIES J ROSOWSKI Q •'.. 1X F • • •'i���S .FDow COiv CA, I ON. DVENICE, 34FL 27TECHNOLOGY SVE U!!x • • �,, 4e,11-mqa o•• P.D,eox1529 HORIZONTAL ROLLER WINDOW DETAILS - LM 05/05/12 P2 � � • ROxo0i FL34274 /yy� Swlu Steak p�M�R • • OF AUM ¢"�8 HR -810 NTS 2 OF 5 MD-HR810-LM . • • • • • • . . . • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION OPTION 9 INSTALLATION ANCHORS INTO 2X WOOD. SUCK HEIGHT TIP TO•TIP HEIGHT I 0 4 EDGE DISTANCE --- 0 1— EDGE DISTANCE EMSEO• TYP. ANCHOR NEW TYPE.EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE INSTALLATION 1% OPTION 3 VERTICAL SECTION B -B INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. CONCRETEOM INSTALLATION PER ANCHOR REQUIREMENT OPTION 2 REQUIREMENT EMBEDMENT INSTALLATION S' MNDLOAD ANCHORS DIRECTLY TYP. ANCHOR TYPE, 1/4• MAX INTO MASONRY. #12 X 318' SMS @ 3/4• — DISTANCE PER FROM EACH END AND SUBSTRATE, SEE 1.12. O.C. TABLE 4, THIS SHEET. INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL #12 STEEL. SELF -DRILLING SMS (GB), SEE TABLE 4. THIS SHEET. MVA a; DISTANCE ON, ALUMIhp1M, 34 36 STEEL FRAMING OR STEEL STUD. FDLED VISIBLE 62 . GHT WIDTH—� 70 J�/L 7 43 2 BUCK WIDTH TIP•TO-TLP WIDTH mm HORIZONTAL SECTION A -A EGRESS WIDTH: (hWj2.4.jr4 TABLE 4: EGRESS HEIGHT: (IVH - 54m) NOTES: Anchor SASH 8 FIXED VLSISLE LIGHT WIDTH: 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS ARFrh®r $yb � MUL Edpf R (WWi2.37H0) LISTED ON TABLE 4 OF 71113 SHEET. FOLLOW ®TOtIp 0141tBBp Emb•dt @nt 1 SASH VISIBLE LIGHT HEIGHT: (WH - 7) EMBEDMENTAND EDGE DISTANCE LLMIT%ANY FIXED VISIBLE LIGHT HEIGHT: (WH.5,8/S) INSTALLATION OPTION SHOWN MAY RR 1lcFn M Au iaRO.1 811 1-/8° SIDE OF 171E WINDOW. 2) ALL WOOD BUCKS LESS THAN 1.1/2• THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD SUCKS ARE OPTIONAL UNIT MAY SE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2XARE 1-'UY THICK OR GREATER 1X AND 2X SUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DEBION AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS To BE 1/4•, 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 19"MAX SHIM CONCRETE PERANCHOR REQUIREMENT • s i DETAIL A. S' MNDLOAD ADAPTER • TYP. ANCHOR TYPE, INSTALL WITH (4) • • EMBEDMENT AND EDGE #12 X 318' SMS @ 3/4• — DISTANCE PER FROM EACH END AND SUBSTRATE, SEE 1.12. O.C. TABLE 4, THIS SHEET. • • • ANY LYNN -,/" �� • • v�E N, 0'- j. oNor 8TH 5 * • ,11�'T,AL �r,,``� • • • • A1�eL�1LIW R R F • • _ • • • • • • • • • • OF AUTH. #29298 INSTALLATION DETAILS J ROSOWSKI HORIZONTAL ROLLER WINDOW DETAILS — LM 05/05/12 jmRy.K. HR -810 NTS 1 3 OF 5 MSD-HR810—LM ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR !� SILLADAPTER I-- 3.w --a1 SASH SIDE ONLY ---I-- - 3 WEEPHOLES IN EACH SILL ADAPTER WEEPHOLE DETAILS SHOWN WITHOUT WEEPHOLE COVERS. •• ••• • • • • • • • • • • • J Of •• 33W • 180° • • • • •• • 8 law • • •• O OO a w • • •of, TO QSILL O N2x O III'1�I1//111'. Fly— •� 121 O �y,•O Q� .�41 ECH FROM • • • s • • • : • • • CENTERLINE 3 WEEPHOLES IN EAEND OF EXTRlSION • • • • • • • • • t • t OF WINDOW EACH SILL • •• • • • • • • •• •—r ••• • • • • • ••• • • • • • • • • • • •• •: e•• 000 •*• • • ess • sw re o %rn 2 J Of D Od O a w J O N2x O III'1�I1//111'. Fly— •� 121 O �y,•O Q� .�41 cliO III'1�I1//111'. •� _ �y,•O Q� .�41 6 �mWy :•tu � �NLOi'�� Item Dwa• # 1 Description mat 1 2 3 4 b 8 7 8 8 4 4002 4138 413 4148 4126 –TI -101 4106 came Flame Jamb Freers SW S Adepior Roller tack Wt 8• Screen Fixed M Rall 1 —Gash TooSaffam RmU m Td AIS, BOB3 T8 Akar1 8083-T6 AW1. TS Alm . - 8U•rSAlum, 1 5W 76 _Mum. T6 Atwn. 11 4128 Sash Meeting Rd Sash Side RWI 15KT Alters 12 14143 4026 MOM Clip Cotes _OUTS Alum. 76 1b 17 18mwwtmm 4081 2264–_— Hole Comer b own RUTS A1wn. Vinyl reel 1 S tato Die oaeY 23– 1 Comer Mto Swam I I oarn 1 W eep �r of 41!50 Seeh Rap Cola (1 L•0 RWM VC 181 Look1 Lot & ) Ri PVC kI 26 1W rmm KM Quite! AdheMRS Cep F=n PadFaM 1 32 33 4 4148 4147 MUM JdM Gas Sash Irdedook Gaskets A Sash S GeekWs B x Wei Seal Istat P tethylette of LMJISM 34 1235 .170` x . Fin Seal 36 1883 2W x.270* Wem. Fin Seal 37 70 BWb Wa -.187r* x 275' Flux PVC 70 39 1225 I Buib Reeding Wstp, Vhryl Btdb Wetp, TYdck Flex PVC 70 Flea PVC 70 40 we x 314° Ph. Pn. SMS Std 41 1155 #8 x 1° Quad PM SMS Steel 42 1155.1 #8 x 1'Pn Tarin Fast SMS 410 3. 43 1179 AI10 x 314° Ph n. SMS, X11-1/ O.C. 188 S. S. 44 7016 #8 x518' Ph. FL SMS Steel 45 012 x 318' Ph. PM SMS, 3/4.81-1/r O.. Steel 46 47 48 1286-3 1718 4222A Morro ism– &111 x 1/4° x 1° 1 Blook 118` x UP x 1-1/14 7M6' ' On. Bead EPDM, 85 Duro. EPD Dwo. 8083.75 Ahtm. 49 9860 7/1S°WWII Grid 018L Bei 80b3-TOAIten. .50 1311 Lams IG Gin. Bead 608:4 t n OZ 1014F 310"14 Alum. 53 163V Soren Comer Key Mh Rktw P 54 1631 $own Comer Key without Rhwof 55 3208 I somm Spring a stow 56 1624 SomenS Ilse -.135° PVC 57 Screen Cloth s Dow SUloone Semam 61 114° Swiggle 0 4083 Meeting Rall RelrtforcemeM Tube 8081 TB Atom. 71 1 4084 Meeting Rail Rainktroement Tube Erns Cap Poi !etre 72 847 Hole PI poi lane 062' 1.373" 1273° 2.784' X621 L4�_T Ij 2.710' L OFRAME HEAD FRAME JAMB #4102,6063 -TO O #4002,8063 -TB 1.11r Fft— 1_ 1347 .oar 1.403" I� _T mar 3.192 A92 3.090 1.12r FRAME SILL O SILL ADAPTER #4136,6063.T6 #4137, 6083 -TB FIXED SASH TOP & MEg-nNG RAIL O SCREE#4110,.6063-ADAT8 R O #4054,6063HS-T6 O #4105,606346 1.491' .981° II 040° � L ,Oq9• 989' SASH STOP INSTALLATION GLAZING 1 COVER 15 HOLE COVER BEAD 7/16° #4143,6063-T6 Q #4081,6063•T6 O #4222,6063-T6 1.800" �•�-- w 0 •• • T • .128" • MEETING RAIL 7Q REINF. TUBE • �'.� #4063, 60614 • •–� 1.484" AN ABrf OROLLER TRACK 04146, 6063-T8 .723* o5r "q(� I ' : ► .878° �– WINDLOAD 8 ADAPTER #4125, 6083•T6 2278° 222 I II II 9.1Br � 1.349° A�08r �– "�'I 1A81' f�� –►I 1291• 1 1 O SASH MTG. RAIL11 12 SASH SIDE RAIL ANTI -UFT CLIP #4006, 8083 -Te #4126,0083-T6 #41125, 608346 .978' 9f .050' GLAZING 49 BEAD. 7/16" #986, 6063-T6 (USED W/ GRILL KIT) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.09r P T GLAZING OBEAD, 131`16* IG #4067,6063 -TS AotWaa tm Yt°BwiWdw NO COP 130M AND EXTRUSIONS J• ROSOWSKI HORIZONTAL ROLLER WINDOW DETAILS - LM 135/05/12 0 1 NTS 15 OF 5 MD-HI810-LM_ • •fltD• 5706 i'*� ' • STA IlrFe' ' 'MSCO DP •'' �_ i 1�0 TECHNOIAffl DRIVE PyVENICE, FL 34275 i�G`� r> ? , , • • • • • • �P�0. SOX 1829 • NyiK01a9; FL 34274' t � '� CW . OF AV*L #29298 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.09r P T GLAZING OBEAD, 131`16* IG #4067,6063 -TS AotWaa tm Yt°BwiWdw NO COP 130M AND EXTRUSIONS J• ROSOWSKI HORIZONTAL ROLLER WINDOW DETAILS - LM 135/05/12 0 1 NTS 15 OF 5 MD-HI810-LM_ a ImlpaC't 41M t=or—i r-wction Un -limit your possibilities 14680 SW 8th Street, Suite 212, Miami FL, 33184 Office: (786) 4649254 / Fax: (786) 464-9253 CGC 1513343 Licensed, Insured &Bonded CUSTOMER NAME: _ OI�� �%r�1/rr/ Date: 3,rb 20Z JOB NAM: CITY/S rATIE/ZIP DEVELOPMENT NAME: LOT #: BLOCK#: CONTACT, JOBS= rum: BILLING ADDRESS; 4;'yWk rNC idU�Z P 6,�! t • C,0&4 l CTTYISTATFJW.- TELEPUONE # CELL€iS 01Vf l f' FAX # Total Price S ?� 600• °—° Deposit S ®0092 ClicckNum #-- S.s,3.J On Start $ On completion S��� After Inspection It �— AescrIndon of Site or Sfrurture # Stories -_euro . • Tot: A Product () Nt:w Site �Ktxisting Building Construction Doors: { } Accordion: () Single Family Plock Wir rws: a Panels: () Sal Alam () Clear PfCondominium Z Floor () Wood $r mg moots: () Outer: (} Townhouse Other: Other. Aluminum Ravish (} Ocher: &rm&- (XVes () No (}.Mill ()White () IVM () BMn2e % 3 Beige Describe Job Here: 6il4,ty /i,// za 11141X AltAIIAO WJ co Directions to Job: /� /e le %cp� Al r e't 0/- ���` x Note: All products are special order and cannot be returned for anv reason_ Price quotes do not include rough caroentrv. plastering. stuccoing. painting. or anv other finish, Installers cannot be held responsible for damaged window sills or flooring where Installation is being done. Install includes demolition, disposal, Installation, and caulking. Customer Autherintion: X @� BOTH SIDES OF THIS PROPOSAL/ ONTRACT UST BECOME AN ATTACHMENT/EXHIBIT TO ANY OTHER WRITTEN CONTRACT. I/WE have read both the front and back of the forgoing proposed contract and accept the same on the terms and conditions printed on the reverse side and as stated above. Buyer may cancel this Proposal/Contract by causing Seller to receive Buyer's Written Notice of Cancellation before midnniighhtt of the 31d business day following the date of signing. Dl4� Purchaser X • Representative • Co -Purchaser Approved By: In the event either party Isrequiredto enforce this agreement orulte any collect anysmrs due hereunder, the prevailing party shall be entitled to reeoverall re- onable►eKomeyr/col ecdonfeesand casts incurred both at the trial levet and on any appeal. while In default, the balance due hereunder shall bear irderest at the rate of 12A %per month. This is not an agreement until signed by the Buyer and Setter's representative and approved by an officer of the Setter. This document shaft serve as a Undtel power of attorney to the scope of work as specified above and entitles unlimited Impact & construction m sign on your behalL T E.P.MS A" CONDITIONS As reguirid by §713:015; Fia�,S tt, the ; follow1g is add to tits C4otrs�t: ACCORDf IO TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTtONS 713.001 - 713.37, FLORIDA STATUES), THOSE WIiO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT. PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM` FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS OR MATERIAL SUPPLIERS OR NEGLECTS TO MAKE OTHER LEGALLY REQUIRED PAYMENTS, T>'^ E PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL, IF YOU FAIT. TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR. PROPERTY COULD BE SOLD AGAINST - YOUR. WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES. THAT YOUR, CONTRACTOR OR A SUBCONTRACTOR MA'Y HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE; YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A ".NOTICE TO OWNER." FLORIIDA*S CONSTRUCTION LIEN LAW IS COMPLEX AND ITIS REC€DMMENDEL THAT- WHENEVERA SPECIFIC PROBLEM. ARISES, YOU CONSULT AN ATTORNEY. As required by F.S. §489.1425, the -following is .added to the contract. FLORIDA HOMEOWNERS CONSTRUCTION RECOVERY FUND:_ PAYMENT MAY BE A'V'AILABLE FROM THE FLORIDA HOMEOWNERS CONSTRUCTION RECOVERY' FUND IF YOU iLOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE, THE LOSS RESULTS FROM SPXCIFIEID VIOLATIONS OF FLORIDA LAW` BY A STATE -LICENSED CONTRACTOR. FOR INFORMATI®r$ ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRiICTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND "DRESS: Phone {854} 487-1395 toustructioo Industry Licensing Board, Department of Business and Professional Regulation, 1940 North Monroe'Street;Tatlabassee, Florida 32399-1493. I. For theprcc stag the Seller agrees to furnish all snatesial-and labor for job described on front. This proposal does not become a couttact unfit accepted and.sigued by an officer of the Seller -company, and if not accepted, any cash payment will be muned. 3. No-sratemeM vas implied or erpressed, representation or W=ent, written or verbal, not appearing upon the face of this contract shall be binding aeon the parties hereto. 4. Seller agreesto tat; reasonable *ps to ,insure the Ad illtawt of orders vecea v4 but Petfornsance is subject'xo delays or ,cancellations causedhy war, accident. strikes, it a:btl* to secure labor and raw materials, foes, embargoes, teat rtation shortage and delays, goverra neat conscription, priorities and retrai €allure on Buyees part to give noticeof �ts:and/or prosper mewitanentsand other WonnaUon and all other cum whether of the same or di gerence eras affecting the whole or any part of the Sellet's: obIlVdon hemmd= 5. Contractor or owner agrees to suWply electrical power at job site Buyer must provide clear access to wiztdows, doom, aadlor tpa*W to allow installation ofnu tetiais described. on, front. 6 Unlimited impact & Construction is not respon0le for any water intrusion and/or datnaae due to driliint: into struetyre;inciudine drilling into obstacles, such as, water pipes and electrical wiring. 7- All balances due under this contract shall bear interest at I85A annum and unless ,otherwise stated -all balances become date and payable upon completion of work, if permit is applicable, Purchaser may hold maximum of$300 of total purchase,price until mal inspection by rig Code enforcement official All odnermonies wilt be due as stated. 8. The Seiler shall make any changes which in his judgrr►ent may be necessary while on thejob site in order to propetiy histall the matetials. 9: Any balance not. paid when due wilt void any warranty: All materials furnished or installed by Seller as required" by this agreement; shall remain the property of the Seller who shall have a sc cut'ity interest therein, until full payment is rived, Buyer authorises Seller to chafe Buyees credit cared for any past due obligations. In addition to all Seller's legal and equitable rights. Seller shall have the tights of a seamed party, as defined in Part VI of citer,679 Florida Statues. 10. The Buyer is respoas for any end all ellect icalwork and permit to CO& The Buyershall=be solely responsible for applying for and obtaining any p=elts, abstraM surveys or any legal matters whatsoever. 11. Any Dispute shall be resolved by either party demanding arbitration before the American Arbitration Associationaid proceeding in accordance with their rules. The decision of -the Americans Arbitration Association shah" be final and jtidgmew way be entered by a court of competent jurisdiction. All such procedures and evearsts shalluke place in the County of Miami dads, State of Florida. 12. In the event this contract is signed by corpotatiM the signerhereby age= to guarantee payyment Personally. 13. Seller is not to be meld responsible for damage which may occur to personal property which must be shoved from the area of the jobsite, unless caused by negligence ofSeller. 14. Once materials are delivered to the jobsite, the Owner of the: subject property shall be responsible for any loss thereto.„ 15. In the event any additional work or stsodification of the canttact work is necessary due to conditions existing at the time cOmO uc ion mmmenc es which are unknown and not obvious;, Seller reserves the right to charge Buyer the'=05azy sutra to complete.all additional work or to cancel this cont vAt and receivepayment for all work completed up to such those. 16. It is agreed that in the event of a typographical, al mathematical or human error the patties hereby a&ft to immediately adjust same..